HomeMy WebLinkAboutProduct Approval (2) ST.400UNTY BUILDIN I1flISION
REVIEWED FOR C IANCIy
REVIE"NKD RY
DATE
PLANS A�\d FERMIT MUS BE
hZP ®N JOB
MI®DARE OR NO INSPECTION WILL BE MADE- MIAMI-DADE COUNTY
Mon PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.miamidadLgov/economy
CGI Windows&Doors
10100 NW 25"'Street
Miami,FL 33172
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AM(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: rpi' ' 1 uc1eI ►txmmutl ItICoQg�Y
APPROVAL DOCUMENT: Drawing No.M95-13A, titled 'Mullion Elevations and Details", sheets 1, 2,
3, 4, 4.1, and 5 of 5, dated 11125195, with revision G dated 07127/15, prepared by Al-Farooq Corporation,
signed, sealed by Javad Ahmad,;P.E., bearing the Miami-Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.'
RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if-there has been a revision or change
in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-0420.08
MIAMI-DARE CQuExpiration Date: Marclt 28,2018
Approval Date:August 13.2015
81 15115 Page 1
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 95-0929.39)
2. Drawing No.M95-13A, titled Series"Mullion Elevations and Details",sheets 1, 2, 3,
4,4.1 and 5 of 5,dated 11/25195,with revision G dated 07/27/15,prepared by Al-
Farooq Corporation, signed,sealed by Jayad Ahmad,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94
2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Small Missile Impact Test per FBC,TAS 201-94
5)Large Missile Impact Test per FBC,TAS 201-94
along with marked-up drawings and installation diagram of casement windows'mulled
using a 1"x 2"x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab,Inc.,
Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2,
signed and sealed by Vinu J.Abraham,P.E.
(Submitted tinder NOA No. 08-033-1.07)
2. Test reports on: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Hurricane Test Laboratory,Inc.Test Report No.
HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S.Marshall,P.E.
(Submitted under NOA No. 95-0929.39)
3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94
along with marked up drawings and installation diagram of fixed windows mulled
using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by
Hector M. Medina,P.E.
(Submitted under NDA No. 95-0929.39)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51"
Edition (2014), dated 04/13/15 and 07125/15,prepared by Al Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
2. Glazing complies with ASTM E1300-09
Manuel P ,P.E.
Product ControlV- 420.08
iner
NOA No.
Expiration Date: March 28,2018
Approval Date:August 13.2015
' E-1
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no
financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad,P.E.
2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1
and 2, issued by Hurricane Test Laboratory,Inc., dated 03/26108, signed and sealed by
Vinu J.Abraham,P.E.
(Submitter)under NDA No. 08-0331.07)
3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by
Hurricane Test.Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S.
Marshall,P.E.
(Submitted under NOA No. 95-0929.39)
4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane
Engineering &Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina,
P.E.
(Submitted under OA No. 95-0929.39)
G. OTHERS
1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their
Series"Clipped".Aluminum Tube Mullion—L.M.I.,approved on 02/28/13 and
expiring on 03/28/18.
Manue Per .E.
Product Control Ean ner
NOA No.15- 20.08
Expiration Date: March 28,2018
Approval Date:August 13.2015
E-2
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/400 '}Y' DIMENSION
a96o •125 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS I'!
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it
3• tem 2.88 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING D Al R
e 3688ZZO 0
6' 5.668 SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 6 O
AND CAN BE USED WITH ALL MIAMI-RADE COUNTY APPROVED rn o w
IMPACT AND NON-IMPACT RESISTANT PRODUCTS.
Ix=.9502 L1\4 O q) N o
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S.v 1.4881 Ix\3
1X3 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS z i�'°^
6963-T6 2X4 MULLION USING MULLIDN PROPERTIES ONLY o,30_
6063-76 NOTES: -0 g••
(lC¢{
N'-2000 L875 3P� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 3 U^m F
I REOUIREMEMS OFTHEFLORIDA BUILDING CODE INCLUDING NIGH VELOCITY --�
.ld� HURRICANE ZONE(NTMI).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E:WIND LOAD,WAIER
4 _ INFILTRATION.FORCED ENTRY RESISTANCE,SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER
^Iwo LOADS TO ME SIIAICNHE. R R
II 125
MULLION CLIP FOR 1 HY TABES ANCHORS ME SM
BE AS MED,SPACED AS SNONN ON DETAILS.EMBEDMENT
o 0
CCI-383 TO BASE MATERIAL SHALL BE BEYOND WALL COADUNG(STUCCO.TRE ETC.). o
063-TSra i
ANCHORING CONOIIIONS OTHER THAN THOSE SHOWN IN THESE DETAILS v�S
ARE NOT PART OF THIS APPROVAL
J25 6000 A LGN DURATION INCREASE 15 USED ON DESIGN OF ANCHORS INTO WDOD ONLY.
1.700
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT P =S=
J2. COME IMO CONTACT WITH OTHER DiS511d0AR MATERIALS-SHALL MEET THE e R n G
4,000INSTRUCTIONS* RfOUREMFNrs OF THE FLORMA MCC.COOS
use CHARTS AND GRAPHS AS FOLLOWS. _
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TEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 1 FOR PARTICULAR OPENING.
OBOE'GTRB�Vf
STEP 2 ISE DADE COUHIY APPROVB]GLAZING PRODUCES V.EETING E"�°'IAY%AfOUO IIhSdE Nal 9
ABOVE LOAD REOUIREIIFNIS. M 70592 Bad..,0� -
STEP 3 USE COMIECII TO MULLION AS PER PRODUCE Aa<DI:mtt NO r- ZO.Og b �.
4.000 APPROVAL. �� Cry1mI0n Date �/Q y a b
Ix=2.0374 A. USING GRAPHS ON SHEET 2 SELECT MULLION SDE WITH $ it
S.
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Sx-27586 IN STEP 1 ABOVE JU 2015 mi-ma.Ped r dmwtn9 ND.
MULLION C fP FOR BY TUBES USING ANCHOR TYPES ON SHEETS 4 a 5.AND ANCHOR GRAPHS
1X4 MULLION 2X6 MULLION CGI-395 STEP—� ON SKEET 3.SELECT ANCHOR TYPE WITH DEMON RATING M95-13A
6081-TB 6063-TB 6063-76 MORE THAN THE DESIGN LOADS SPECIRED W STEP 1 ABOVE. aheeL T 01�
MULLION LOAD CHART MULLION LOAD CHART MULLION LOAD CHART Ul
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— tliZTE o° a
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TRIBUTARY V3DTN-INCHES TRIBUTARY YIOTN-INpIES
sheet 2 of 5
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2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS 1_
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WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. STE.1144 012iaZA "o
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AND TRANSFER THEM 70 THE BUILDING STRUCTURE. 00 n o
ACRW SCR OF a/yp
TYPICAL ANCHORS: SEE BEV.FOR SPACING TRE � S
TYPE'9—,1/4'DIA ULTRACON BV'ELCD'(F-177 KSI.Ty-155 KSD TRE G 4 T
OR WOOD STRUCTURES1-1/2°MIN.PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONCRETE THIS SCREW CAN BEI /14 X 3/4 rH SMS
1-i/4'MIN.EMBED IMO CONCRETE INSTALLED IN EITHER 1 PER CUP AT1x2g1X3 MULLWNTYPE'B'-1/4'DIA.ULTRACON BY'ElCO'(Fu.177 KSL Fri155 XST) DIRECTION �. i 2 PER CLP AT IARGER MULLIONS
DIRECTLY INTO CONCRETE
1-1/2°MIN.EMBED INTO CONCRETEI 1.1OR R
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TYPE'BH'—1=.DIA.ULTRACON BY'ELCO'(F-177 XSL Fy=155 MI) LENGTH TO M SNUG I y W
INFO IdVWON I 1
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1-1/4'MIN.EMBED INTO MASONRY
THRU 1BY BUCKS INTO MASONRY
1-1/4'MIN.EMBED INTO MASONRY ANCHORS DETAIL #1 z gig
METAL TO METAL CONNECRON O
TYPE'BF'—]/a'DIA. ULTRACON BY'ELCO'(rs-177 KSL Fy-155 X51) o
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THRU 1BY BUCKS INTO MASONRY
I-1/4'MIN.EMBED INTO MASONRY u
TYPICAL EDGE DISTANCE o R
IMO CONCRETE AND MASONRY-2-1/2°MIN. m
INTO WOOD STRUCTURE= 1'MM. g p
INTO METAL STRUCTURE=1/2'MIN. c 9
WOOD AT HEAD,SILL OR JAMBS 50=0.55 MM.
CONCRETE AT HEAD,SILL OR JAMES f'c-3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMES V.-2000 PSI MM.
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